STAAD SPACE DXF IMPORT OF STAAD.DXF
START JOB INFORMATION
ENGINEER DATE 14-Jul-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT INCHES KN
JOINT COORDINATES
1 109.292 0 -685.23; 2 109.292 0 -454.23; 3 523.292 0 -685.23;
4 109.292 0 -529.23; 5 523.292 0 -529.23; 6 316.292 0 -685.23;
9 208.292 0 -454.23; 11 142.292 0 -165.23; 17 523.292 0 -316.23;
19 424.292 0 -75.2303; 20 265.292 0 -75.2303; 21 265.292 0 -316.23;
22 424.292 0 -165.23; 23 523.292 0 -385.23; 25 523.292 0 -114.23;
27 316.292 0 -529.23; 28 424.292 0 -316.23; 29 265.292 0 -165.23;
30 142.292 0 -316.23; 31 109.292 132 -685.23; 32 109.292 132 -454.23;
33 523.292 132 -685.23; 34 109.292 132 -529.23; 35 523.292 132 -529.23;
36 316.292 132 -685.23; 37 316.292 132 -316.23; 38 71.7918 132 -454.23;
39 208.292 132 -454.23; 40 142.292 132 -454.23; 41 142.292 132 -165.23;
42 208.292 132 -529.23; 43 208.292 132 -316.23; 44 142.292 132 -397.23;
45 208.292 132 -397.23; 46 71.7918 132 -316.23; 47 523.292 132 -316.23;
48 424.292 132 -529.23; 49 424.292 132 -75.2303; 50 265.292 132 -75.2303;
51 265.292 132 -316.23; 52 424.292 132 -165.23; 53 523.292 132 -385.23;
54 424.292 132 -385.23; 55 523.292 132 -114.23; 56 424.292 132 -114.23;
57 316.292 132 -529.23; 58 424.292 132 -316.23; 59 265.292 132 -165.23;
60 142.292 132 -316.23; 61 109.292 264 -685.23; 62 109.292 264 -454.23;
63 523.292 264 -685.23; 64 109.292 264 -529.23; 65 523.292 264 -529.23;
66 316.292 264 -685.23; 67 316.292 264 -316.23; 68 71.7918 264 -454.23;
69 208.292 264 -454.23; 70 142.292 264 -454.23; 71 142.292 264 -165.23;
72 208.292 264 -529.23; 73 208.292 264 -316.23; 74 142.292 264 -397.23;
75 208.292 264 -397.23; 76 71.7918 264 -316.23; 77 523.292 264 -316.23;
78 424.292 264 -529.23; 79 424.292 264 -75.2303; 80 265.292 264 -75.2303;
81 265.292 264 -316.23; 82 424.292 264 -165.23; 83 523.292 264 -385.23;
84 424.292 264 -385.23; 85 523.292 264 -114.23; 86 424.292 264 -114.23;
87 316.292 264 -529.23; 88 424.292 264 -316.23; 89 265.292 264 -165.23;
90 142.292 264 -316.23; 91 109.292 396 -685.23; 92 109.292 396 -454.23;
93 523.292 396 -685.23; 94 109.292 396 -529.23; 95 523.292 396 -529.23;
96 316.292 396 -685.23; 97 316.292 396 -316.23; 98 71.7918 396 -454.23;
99 208.292 396 -454.23; 100 142.292 396 -454.23; 101 142.292 396 -165.23;
102 208.292 396 -529.23; 103 208.292 396 -316.23; 104 142.292 396 -397.23;
105 208.292 396 -397.23; 106 71.7918 396 -316.23; 107 523.292 396 -316.23;
108 424.292 396 -529.23; 109 424.292 396 -75.2303; 110 265.292 396 -75.2303;
111 265.292 396 -316.23; 112 424.292 396 -165.23; 113 523.292 396 -385.23;
114 424.292 396 -385.23; 115 523.292 396 -114.23; 116 424.292 396 -114.23;
117 316.292 396 -529.23; 118 424.292 396 -316.23; 119 265.292 396 -165.23;
120 142.292 396 -316.23;
MEMBER INCIDENCES
43 1 31; 44 2 32; 45 3 33; 46 4 34; 47 5 35; 48 6 36; 51 9 39; 53 11 41;
59 17 47; 61 19 49; 62 20 50; 63 21 51; 64 22 52; 65 23 53; 67 25 55; 69 27 57;
70 28 58; 71 29 59; 72 30 60; 73 31 34; 74 31 36; 75 34 42; 76 36 57; 77 33 35;
78 38 32; 79 40 44; 80 42 39; 81 44 45; 82 46 60; 83 38 46; 84 48 54; 85 50 59;
86 41 59; 87 53 54; 88 53 47; 89 56 55; 90 50 49; 91 34 32; 92 36 33; 93 48 35;
94 57 48; 95 42 57; 96 57 37; 97 40 39; 98 32 40; 99 44 60; 100 45 43;
101 39 45; 102 58 47; 103 37 58; 104 51 37; 105 43 51; 106 52 56; 107 58 52;
108 54 58; 109 59 51; 110 59 52; 111 47 55; 112 60 41; 113 56 49; 114 60 43;
115 31 61; 116 32 62; 117 33 63; 118 34 64; 119 35 65; 120 36 66; 121 39 69;
122 41 71; 123 47 77; 124 49 79; 125 50 80; 126 51 81; 127 52 82; 128 53 83;
129 55 85; 130 57 87; 131 58 88; 132 59 89; 133 60 90; 134 61 64; 135 61 66;
136 64 72; 137 66 87; 138 63 65; 139 68 62; 140 70 74; 141 72 69; 142 74 75;
143 76 90; 144 68 76; 145 78 84; 146 80 89; 147 71 89; 148 83 84; 149 83 77;
150 86 85; 151 80 79; 152 64 62; 153 66 63; 154 78 65; 155 87 78; 156 72 87;
157 87 67; 158 70 69; 159 62 70; 160 74 90; 161 75 73; 162 69 75; 163 88 77;
164 67 88; 165 81 67; 166 73 81; 167 82 86; 168 88 82; 169 84 88; 170 89 81;
171 89 82; 172 77 85; 173 90 71; 174 86 79; 175 90 73; 176 61 91; 177 62 92;
178 63 93; 179 64 94; 180 65 95; 181 66 96; 182 69 99; 183 71 101; 184 77 107;
185 79 109; 186 80 110; 187 81 111; 188 82 112; 189 83 113; 190 85 115;
191 87 117; 192 88 118; 193 89 119; 194 90 120; 195 91 94; 196 91 96;
197 94 102; 198 96 117; 199 93 95; 200 98 92; 201 100 104; 202 102 99;
203 104 105; 204 106 120; 205 98 106; 206 108 114; 207 110 119; 208 101 119;
209 113 114; 210 113 107; 211 116 115; 212 110 109; 213 94 92; 214 96 93;
215 108 95; 216 117 108; 217 102 117; 218 117 97; 219 100 99; 220 92 100;
221 104 120; 222 105 103; 223 99 105; 224 118 107; 225 97 118; 226 111 97;
227 103 111; 228 112 116; 229 118 112; 230 114 118; 231 119 111; 232 119 112;
233 107 115; 234 120 101; 235 116 109; 236 120 103;
START GROUP DEFINITION
MEMBER
_OUTERWALL 73 74 77 81 84 86 TO 89 91 TO 93 97 TO 99 101 106 110 TO 112 134 -
135 138 142 145 147 TO 150 152 TO 154 158 TO 160 162 167 171 TO 173
_INNERWALL 75 76 80 94 95 100 102 TO 105 107 TO 109 114 136 137 141 155 156 -
161 163 TO 166 168 TO 170 175
_PARAPET 78 82 83 85 90 113 139 143 144 146 151 174 195 196 199 TO 201 203 -
204 TO 210 212 TO 215 219 TO 221 223 232 234 235
_HEADROOM 211 224 228 229 233
FLOOR
_FLOOREQ 73 TO 114 134 TO 175 195 TO 236
_TWOWAY 73 TO 77 79 TO 81 84 TO 88 90 TO 110 112 TO 114 134 TO 138 -
140 TO 142 145 TO 149 151 TO 171 173 TO 175 195 TO 199 201 TO 203 -
206 TO 210 212 TO 232 234 TO 236
_ONEWAY 78 79 82 83 98 99 139 140 143 144 159 160 200 201 204 205 220 221
_STAIRS 89 102 106 107 111 150 163 167 168 172 211 224 228 229 233
END GROUP DEFINITION
UNIT FEET KN
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.01771e+006
POISSON 0.17
DENSITY 0.667191
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2562.17
END DEFINE MATERIAL
UNIT METER KN
MEMBER PROPERTY AMERICAN
51 53 63 64 67 70 TO 72 121 122 126 127 129 131 TO 133 182 183 187 188 190 -
192 TO 194 PRIS YD 0.23 ZD 0.45
43 45 TO 48 69 115 117 TO 120 130 176 178 TO 181 191 PRIS YD 0.45 ZD 0.23
44 59 65 116 123 128 177 184 189 PRIS YD 0.23 ZD 0.23
73 TO 114 134 TO 175 195 TO 236 PRIS YD 0.43 ZD 0.23
61 62 124 125 185 186 PRIS YD 0.23
UNIT FEET KN
CONSTANTS
MATERIAL CONCRETE ALL
UNIT METER KN
SUPPORTS
1 TO 6 9 11 17 19 TO 23 25 27 TO 30 FIXED
DEFINE 1893 LOAD
ZONE 0.1 RF 4 I 1 SS 2 ST 1 DM 0.05
SELFWEIGHT 1 
MEMBER WEIGHT
73 74 77 81 84 86 TO 89 91 TO 93 97 TO 99 101 106 110 TO 112 134 135 138 142 -
145 147 TO 150 152 TO 154 158 TO 160 162 167 171 TO 173 UNI 15
75 76 80 94 95 100 102 TO 105 107 TO 109 114 136 137 141 155 156 161 -
163 TO 166 168 TO 170 175 UNI 7.5
78 82 83 85 90 113 139 143 144 146 151 174 195 196 199 TO 201 203 TO 210 212 -
213 TO 215 219 TO 221 223 232 234 235 UNI 5
211 224 228 229 233 UNI 16
FLOOR WEIGHT
_FLOOREQ FLOAD 0.5
_FLOOREQ FLOAD 1.8
_FLOOREQ FLOAD 3.175
LOAD 1 LOADTYPE Seismic  TITLE EQ X
1893 LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EQ Z
1893 LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
MEMBER LOAD
73 74 77 81 84 86 TO 89 91 TO 93 97 TO 99 101 106 110 TO 112 134 135 138 142 -
145 147 TO 150 152 TO 154 158 TO 160 162 167 171 TO 173 UNI GY -15
75 76 80 94 95 100 102 TO 105 107 TO 109 114 136 137 141 155 156 161 -
163 TO 166 168 TO 170 175 UNI GY -7.5
78 82 83 85 90 113 139 143 144 146 151 174 195 196 199 TO 201 203 TO 210 212 -
213 TO 215 219 TO 221 223 232 234 235 UNI GY -5
211 224 228 229 233 UNI GY -16
FLOOR LOAD
_TWOWAY FLOAD -3.175 GY
_TWOWAY FLOAD -1.8 GY
ONEWAY LOAD
_ONEWAY ONE -3.175 GY
_ONEWAY ONE -1.8 GY
_STAIRS ONE -4.5 GY TOWARDS 211
_STAIRS ONE -2 GY TOWARDS 211
LOAD 4 LOADTYPE Live  TITLE LL
FLOOR LOAD
_TWOWAY FLOAD -2 GY
ONEWAY LOAD
_ONEWAY ONE -2 GY
_STAIRS ONE -3 GY TOWARDS 211
LOAD COMB 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
3 1.5 4 1.5 
LOAD COMB 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
3 1.2 4 1.2 
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
3 1.2 4 1.2 1 1.2 
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
3 1.2 4 1.2 2 1.2 
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
3 1.2 4 1.2 1 -1.2 
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
3 1.2 4 1.2 2 -1.2 
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
3 1.5 
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
3 1.5 1 1.5 
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
3 1.5 2 1.5 
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
3 1.5 1 -1.5 
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
3 1.5 2 -1.5 
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
3 0.9 1 1.5 
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
3 0.9 2 1.5 
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
3 0.9 1 -1.5 
LOAD COMB 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
3 0.9 2 -1.5 
PERFORM ANALYSIS
FINISH
